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Community Service Obligations Framework for the Roads Sector
AP-R545-17
14 Jun 2017
Freight
More
This report examines the application of community service obligations (CSOs) to the roads sector and provides an overview of the potential options which could be utilised in the development of a Community Service Obligations framework.
The Challenges Faced in Assessing the Durability Risks of Reinforced Concrete Bridges in Aggressive Environments
ABC2017-109-17
26 Apr 2017
Bridges
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Durability assessment is increasingly becoming an integral part of infrastructure design projects in Australia. One of the key drivers for this is the requirement by asset owners for optimum whole of life cost, minimum construction period and…
The Torsional Strengthening of Concrete Girders Using the NSM FRP Technique with Different Configurations
ABC2017-127-17
26 Apr 2017
Bridges
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The near-surface mounted (NSM) FRP technique has received attention worldwide over the externally bonded FRP strengthening technique. Strengthening of a concrete girders using fiber reinforced polymer (FRP) composites to flexural and shear…
Bridge Design Challenges on the Waikato Expressway Huntly Section, New Zealand
ABC2017-136-17
26 Apr 2017
Bridges
More
The Huntly Section is a new NZ$415M section of the Waikato Expressway running between Hamilton and Auckland. It will connect the recently completed Ngaruawahia and Ohinewai sections on a route that traverses the Taupiri Ranges within a deep cutting…
Strength Enhancement of Fire-damaged RC Circular Bridge Columns using CFRP Fabrics
ABC2017-126-17
26 Apr 2017
Bridges
More
In recent years the circumferential wrapping with externally-bonded carbon fibre-reinforced polymer (CFRP) composites has proven to be a promising method for strengthening concrete structures. This is particularly valuable when repairing concrete…
Shear in Prestressed Concrete I-girder Bridges
ABC2017-112-17
26 Apr 2017
Bridges
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Prestressed concrete I girder bridges constructed in the 1960s and 70s have the potential to restrict transport productivity because their AS 5100.7 assessments can be poor despite satisfactory inservice performance. The primary issue is the shear…
Analytical and Experimental Studies on New Composite Bridge Using Concrete Filled Steel I-girder
ABC2017-158-17
26 Apr 2017
Bridges
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A new steel/concrete composite girder was proposed and applied to continuous girder bridges. The area surrounded by the upper and lower flanges and the web are filled with concrete (CFIG: Concrete filled I-section Girder) at the intermediate support.…
The Effect of Self-Consolidating Concrete on the Shear Performance of Beam Elements: A Critical Review of Current Literature
ABC2017-098-17
26 Apr 2017
Bridges
More
The span length and general size of bridges across the Queensland road Network have increased substantially in recent years. This has led to the development of larger girder section sizes, along with the requirement to provide increased amounts of…
The New AS 5100.5
ABC2017-072-17
21 Apr 2017
Bridges
More
The new AS 5100.5 Concrete has been heavily revised since its last issue in 2004.
Compressive Stress in Segmental Concrete Bridges and High Strength Concrete in New Codes
ABC2017-053-17
21 Apr 2017
Bridges
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The current bridge design code, AS5100.5-2004, adopts concrete strength grades between 25MPa and 65MPa. The upper limit of 65MPa was an increase from 50MPa in the Austroads Bridge Design Code, 1992. Before that, the NAASRA Bridge Design…
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